Journal of Hydraulic Structures

Journal of Hydraulic Structures

Journal Statistics:
Number of Volumes: 12
Number of Issues: 38
Number of Articles 262
View Per Article: 627.42
PDF Download Per Article: 589.47
Acceptance Rate: 48%
No. of Days from Submission to Final Decision (Averaged) 82
Number of Reviewers: 391

Journal of Hydraulic Structures (JHS)

Welcome to the online submission and editorial system for Journal of Hydraulic Structures (JHS).

Journal of Hydraulic Structures (J. Hydraul. Struct.) is a fully open access, double-blind peer-reviewed, electronic and print, the quarterly publication concerned with hydraulics and water resources engineering. The JHS publishes original technical papers and aims to provide an international forum for the exchange of analytical, computational and experimental works in all topics related to Hydraulic Structures and related Water Resources science and engineering.The JHS is published by Shahid Chamran University of Ahvaz, Department of Civil Engineering and supported by the Iranian Hydraulic Association (IHA). It welcomes high quality original research papers from contributors throughout the world. All papers are subject to a peer reviewing procedure.

Types of accepted papers include:

  • Research Articles
  • Technical Notes
  • Case Reports
  • Review Articles

Journal of Hydraulic Structures (JHS) utilizes "Plagiarism Detection Software (iThenticate)" for checking the originality of submitted papers in the reviewing process.

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About the Journal:

Publisher: Shahid Chamran University of Ahvaz, Iran

Director-in-Charge: Prof. Ali Haghighi

Editor-in-Chief: Prof. Hamid R Ghafouri

Managing Editor: Dr. Amir Hossein Shafiee

Address: Shahid Chamran University of Ahvaz, Golestan Street, Ahvaz, 61357-43337 Iran

E-mails: jhs [at] scu.ac.ir; jhs.chamran [at] gmail.com

Website: http://jhs.scu.ac.ir

DOI: 10.22055/JHS

Review Time: 4-8 Weeks

Frequency: Quarterly (since Jan, 2020)

Publication Type: Electronic, Print                                                                             

Open Access: Yes

Licenced by: CC BY 4.0

Policy: Double-Blind Peer-Reviewed                                                                             

Language: English

Abstracts Available in: English

Article Processing Charges: No

E-ISSN: 2345-4156

P-ISSN: 2345-413X

Copyright © 2014-2026 Shahid Chamran University of Ahvaz. All rights reserved.

 

 

 

Current Issue: Volume 12, Issue 4 - Serial Number 38, Autumn 2026 

Local scour downstream of compound weirs under free and submerged flow conditions

Pages 1-13

10.22055/jhs.2026.51451.1373

Mohamed Abdelrazek Zidan, Ahmed Abouelfetouh, Ahmed Shwaky, Tarek Hemdan, Fahmy Abdelhaleem

Optimization of Static Operating Rule curves for Gated Spillways of Dams Under Flood Conditions

Pages 42-59

10.22055/jhs.2026.51390.1372

Mohammadreza Masoudimoghaddam, Saman Espahbodinia, Jafar Yazdi, Maedeh Behifar, Jamal Aghayari

Reduction of Scour Around Bridge Piers using Combined Cylindrical Protector and Riprap

Pages 91-103

10.22055/jhs.2026.51695.1377

Ferdous Mirsalari, Mahmood S. Bajestan, Seyed Mahmood Kashefipour, Mohammad Bahrami Yarahmadi, Kheirollah Khodemi

Keywords Cloud

  • Discharge Coefficient
  • Numerical modeling
  • Bridge pier
  • Scour
  • Artificial neural network
  • Sediment transport
  • Energy dissipation
  • Hydraulic jump
  • Submerged vanes
  • climate change
  • Scour depth
  • Sensitivity analysis
  • Uncertainty
  • Numerical model
  • Hydraulic structures
  • Dam
  • Computational fluid dynamics
  • water quality
  • Frequency Domain
  • Optimization
  • Experimental model
  • Local Scouring
  • Reliability
  • Numerical simulation
  • Stepped spillway
  • Scouring
  • ANFIS
  • Genetic Algorithm
  • Groundwater level
  • Numerical method
  • ANN
  • Energy Loss
  • Local scour
  • Flow-3D
  • Reservoir operation
  • Water resources management
  • Ogee Spillway
  • 180 Degree Sharp Bend
  • flood management
  • Flood Control
  • RSM
  • dam failure
  • time domain
  • Water Crisis
  • modeling
  • Vulnerability
  • Multi-Objective Optimization
  • the SSIIM-2 numerical model
  • Numerical analysis
  • Bed Roughness
  • Kriging
  • Water inflow
  • Karun River
  • Seismic Performance
  • WEAP model
  • Simulation
  • Scour hole
  • Sediment
  • Gravity dam
  • Rockfill dam
  • Analytical solution
  • Vertical Intake
  • Finite element method
  • Sluice Gate
  • Concentration polarization
  • Construction Management
  • Flow Measurement
  • Slope stability
  • SWMM
  • OpenFOAM
  • Piano Key Weir
  • Dam-Break
  • MIKE 21
  • flow pattern
  • Bridge piers
  • Stage-Discharge
  • Modis
  • Threshold
  • Transient flow
  • Hydrodynamic Modeling
  • Stilling basin
  • Free Surface Vortex
  • Risk assessment
  • Tunnel
  • Statistical Analysis
  • Side weir
  • Water Distribution Network
  • Labyrinth weirs
  • Catalyst synthesis
  • Sulfate
  • Deep Drawdown
  • urban drainage
  • Artificial Neural Networks
  • roughened pile groups
  • Taleghan dam
  • curved vanes
  • spatiotemporal prediction
  • bedload transport
  • ANFIS-PSO
  • Streamline Curvature
  • MOF
  • possible flow regimes
  • INFO
  • Analytical Hierarchy Process (AHP)
  • Brahmaputra River
  • bed suction
  • Sedimentation pattern
  • Soft Soil
  • Numerical Modelling
  • Hydraulic Engineering
  • TDS
  • Groundwater Monitoring
  • Nonlinear Programing Optimization
  • Inlet intake
  • rainfall intensity
  • effective filter
  • marl
  • Breakwater wall
  • Heat Islands
  • Causes of Delays
  • Tsunami Waves
  • Unsaturated soil
  • Dez dam
  • Tidal asymmetry
  • Two-Phase Soil
  • Vegetation
  • Particle Filter
  • Sustainability Indices
  • Velocity Contours
  • Inclined drop
  • Fluid pressure
  • Lateral Buckling
  • Neural Networks
  • Three dimensional
  • Earth dams
  • Bed load height
  • DRASTIC model
  • Flat area
  • Uplift force
  • Rosenblueth method
  • Water Circulation System
  • Ali Baba forty Thieves optimization
  • Flood risk
  • Flow-3D numerical model
  • Liquefaction Phenomena
  • Tangab Dam
  • VOF
  • Conglomerates
  • Incompressible smoothed particle hydrodynamics
  • Dry
  • Significant Wave Height
  • Two-zone groundwater flow
  • Vortex core diameter
  • Fuzzy Rules
  • Vertical gate
  • Building arrangements
  • Kinect
  • tubular section
  • PTV Method
  • blast loading
  • Hexagonal algorithm
  • Smoothed Particle Hydrodynamics (SPH)
  • Critical Acceleration
  • Earth dam
  • Ductile Anchorage System
  • Dolphin-type berth
  • Leakage
  • CE-QUAL-W2 Model
  • Physical modeling
  • Courant Number
  • Organic micropollutant
  • fast independent component analysis (FastICA)
  • Sediment rating curve
  • Crack
  • polypropylene fibers
  • Special Issue
  • PATs
  • Labyrinth spillway
  • Parallel sluice gates
  • angled vanes
  • Scenario-based optimization
  • Peer Review
  • GMDH
  • Bed Pattern
  • End Sill
  • Wivenhoe dam
  • Makran region
  • FSL
  • Boundary Integral Equation
  • Reservoir Dams
  • Probabilistic analysis
  • Wave surface elevation
  • Heavy metals
  • Input Selection Method
  • Sediment load risk
  • Morphology
  • water hammer
  • stepped spillways
  • Mean velocity
  • FORTRAN Programming